Optimal design and seismic performance of Multi‐Tuned Mass Damper Inerter (MTMDI) applied to adjacent high‐rise buildings

[1]  Said Elias,et al.  Seismic response control of base‐isolated buildings using multiple tuned mass dampers , 2018, The Structural Design of Tall and Special Buildings.

[2]  Yl L. Xu,et al.  Dynamic response of damper-connected adjacent buildings under earthquake excitation , 1999 .

[3]  Zhuangning Xie,et al.  Effects of tuned mass damper on correlation of wind‐induced responses and combination coefficients of equivalent static wind loads of high‐rise buildings , 2019, The Structural Design of Tall and Special Buildings.

[4]  Zheng Lu,et al.  Study on self‐adjustable tuned mass damper with variable mass , 2018 .

[5]  Takeru Igusa,et al.  Vibration Control Using Multiple Tuned Mass Dampers , 1994 .

[6]  Alessandro Palmeri,et al.  Seismic performance of buildings retrofitted with nonlinear viscous dampers and adjacent reaction towers , 2018 .

[7]  M.C. Smith,et al.  Laboratory experimental testing of inerters , 2005, Proceedings of the 44th IEEE Conference on Decision and Control.

[8]  Jinkoo Kim,et al.  Rotational inertia dampers with toggle bracing for vibration control of a building structure , 2007 .

[9]  G. B. Warburton,et al.  Optimum absorber parameters for various combinations of response and excitation parameters , 1982 .

[10]  A. Kareem Mitigation of wind induced motion of tall buildings , 1983 .

[11]  Agathoklis Giaralis,et al.  Wind-Induced Vibration Mitigation in Tall Buildings Using the Tuned Mass-Damper-Inerter , 2017 .

[12]  Vincenzo Gattulli,et al.  Dissipative coupling for the seismic enhancement of adjacent structures , 2019, Engineering Structures.

[13]  Vasant Matsagar,et al.  Seismic response control of asymmetric buildings using tuned mass dampers , 2019, The Structural Design of Tall and Special Buildings.

[14]  Jie Liu,et al.  Vibration control using ATMD and site measurements on the Shanghai World Financial Center Tower , 2014 .

[15]  Giuseppe Marano,et al.  Robust optimum design of tuned mass dampers for high-rise buildings under moderate earthquakes , 2009 .

[16]  M. De Angelis,et al.  Optimal passive control of adjacent structures interconnected with nonlinear hysteretic devices , 2007 .

[17]  Dagen Weng,et al.  Improving performance of a super tall building using a new eddy‐current tuned mass damper , 2017 .

[18]  Michela Basili,et al.  Modal analysis and dynamic response of two adjacent single-degree-of-freedom systems linked by spring-dashpot-inerter elements , 2018, Engineering Structures.

[19]  Bruce D. Westermo,et al.  The dynamics of interstructural connection to prevent pounding , 1989 .

[20]  Ruifu Zhang,et al.  Optimal design and seismic performance of tuned fluid inerter applied to structures with friction pendulum isolators , 2020 .

[21]  Zhiwen Zhu,et al.  Wind-Induced Response Control of High-Rise Buildings Using Inerter-Based Vibration Absorbers , 2019, Applied Sciences.

[22]  David J. Wagg,et al.  Vibration suppression of cables using tuned inerter dampers , 2016 .

[23]  Zheng Lu,et al.  Experimental and analytical study on vibration control effects of eddy-current tuned mass dampers under seismic excitations , 2018 .

[24]  Enrico Tubaldi,et al.  Dynamic behavior of adjacent buildings connected by linear viscous/viscoelastic dampers , 2015 .

[25]  Izuru Takewaki,et al.  Earthquake Input Energy to Two Buildings Connected by Viscous Dampers , 2007 .

[26]  Jie Li,et al.  Parameter identification of modified Bouc–Wen model and analysis of size effect of magnetorheological dampers , 2017 .

[27]  Giuseppe Ricciardi,et al.  Earthquake-resilient design of base isolated buildings with TMD at basement: Application to a case study , 2018, Soil Dynamics and Earthquake Engineering.

[28]  Xilin Lu,et al.  Parameter optimization and structural design of tuned mass damper for shanghai centre tower , 2011 .

[29]  Kheir Al-Kodmany,et al.  New Suburbanism: Sustainable Spatial Patterns of Tall Buildings , 2018, Buildings.

[30]  D. De Domenico,et al.  Improving the dynamic performance of base‐isolated structures via tuned mass damper and inerter devices: A comparative study , 2018, Structural Control and Health Monitoring.

[31]  Kun Xu,et al.  Using tuned mass damper inerter to mitigate vortex-induced vibration of long-span bridges: Analytical study , 2019, Engineering Structures.

[32]  Hengjia Zhu,et al.  Optimum connecting dampers to reduce the seismic responses of parallel structures , 2011 .

[33]  Yukio Tamura,et al.  Damping Evaluation Using Full-Scale Data of Buildings in Japan , 2003 .

[34]  Kalyanmoy Deb,et al.  A fast and elitist multiobjective genetic algorithm: NSGA-II , 2002, IEEE Trans. Evol. Comput..

[35]  Rita Greco,et al.  Optimum design of tuned mass dampers for different earthquake ground motion parameters and models , 2019, The Structural Design of Tall and Special Buildings.

[36]  Stefano Cammelli,et al.  Mitigation of wind-induced accelerations using Tuned Liquid Column Dampers: Experimental and numerical studies , 2016 .

[37]  Antonina Pirrotta,et al.  Optimal design of tuned liquid column dampers for seismic response control of base-isolated structures , 2018 .

[38]  Yukio Tamura,et al.  Interference effects on local peak pressures between two buildings , 2011 .

[39]  Hyun Ko,et al.  Evaluation of coupling–control effect of a sky‐bridge for adjacent tall buildings , 2012 .

[40]  Zheng Lu,et al.  Experimental parametric study on wind‐induced vibration control of particle tuned mass damper on a benchmark high‐rise building , 2017 .

[41]  Francesco Ricciardelli,et al.  Passive and active mass damper control of the response of tall buildings to wind gustiness , 2003 .

[42]  D. De Domenico,et al.  An enhanced base isolation system equipped with optimal tuned mass damper inerter (TMDI) , 2018 .

[43]  K. Dai,et al.  Seismic response mitigation of a wind turbine tower using a tuned parallel inerter mass system , 2019, Engineering Structures.

[44]  Hamid Reza Karimi,et al.  Design of inerter-based multi-actuator systems for vibration control of adjacent structures , 2019, J. Frankl. Inst..

[45]  Maurizio De Angelis,et al.  Defective two adjacent single degree of freedom systems linked by spring-dashpot-inerter for vibration control , 2019, Engineering Structures.

[46]  Ricardo A. Medina,et al.  Comparison of the seismic performance of a partial mass isolation technique with conventional TMD and base-isolation systems under broad-band and narrow-band excitations , 2018 .

[47]  Xilin Lu,et al.  Mitigation of wind‐induced response of Shanghai Center Tower by tuned mass damper , 2011 .

[48]  Agathoklis Giaralis,et al.  Optimal design of a novel tuned mass-damper–inerter (TMDI) passive vibration control configuration for stochastically support-excited structural systems , 2014 .

[49]  Chunxiang Li Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration , 2000 .

[50]  Y. Fujino,et al.  Dynamic characterization of multiple tuned mass dampers and some design formulas , 1994 .

[51]  Christoph Adam,et al.  Evaluation and analytical approximation of Tuned MassDamper performance in an earthquake environment , 2012 .

[52]  Claudio Amadio,et al.  Optimal design of tuned mass dampers for a multi‐storey cross laminated timber building against seismic loads , 2016 .

[53]  Ahsan Kareem,et al.  Aerodynamics of closely spaced buildings: With application to linked buildings , 2016 .

[54]  Ming Gu,et al.  Mathematical model and case study of wind-induced responses for a vertical forest , 2018, Journal of Wind Engineering and Industrial Aerodynamics.

[55]  Y. Peng,et al.  Full-Scale Simulations of Magnetorheological Damper for Implementation of Semi-Actively Structural Control , 2018, Journal of Mechanics.

[56]  Hamid Reza Karimi,et al.  Advanced computational design of shared tuned mass-inerter dampers for vibration control of adjacent multi-story structures , 2017 .

[57]  Hojjat Adeli,et al.  Tuned Mass Dampers , 2013 .

[58]  S. M. Dumne,et al.  Seismic response analysis of adjacent buildings connected with MR dampers , 2010 .

[59]  Zheng Lu,et al.  Optimization and application of multiple tuned mass dampers in the vibration control of pedestrian bridges , 2017 .

[60]  G. Marano,et al.  Stochastic optimum design of linear tuned mass dampers for seismic protection of high towers , 2008 .